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    COMPOSITE STRUCTURAL MEMBER, METHOD FOR MANUFACTURING SAME, AND CONNECTING ASSEMBLIES FOR COMPOSITE STRUCTURAL MEMBERS
    4.
    发明申请
    COMPOSITE STRUCTURAL MEMBER, METHOD FOR MANUFACTURING SAME, AND CONNECTING ASSEMBLIES FOR COMPOSITE STRUCTURAL MEMBERS 有权
    复合结构构件，其制造方法和连接复合结构构件的组件

    公开(公告)号：US20160258160A1

    公开(公告)日：2016-09-08

    申请号：US15031300

    申请日：2014-10-30

    申请人： SOCPRA SCIENCES ET GENIE S.E.C.

    发明人： MASMOUDI Radhouane ,  ABOUZIED Ahmed

    IPC分类号： E04C3/34 ,  E04H12/22 ,  E04C3/36 ,  E04C5/16 ,  E04C5/06

    CPC分类号： E04C3/34 ,  E04B1/215 ,  E04B1/30 ,  E04C3/29 ,  E04C3/293 ,  E04C3/36 ,  E04C5/0613 ,  E04C5/07 ,  E04C5/168 ,  E04H12/2292

    摘要： A structural member having a longitudinal axis comprises: an exterior shell member defining an elongated channel with an inner surface; an interior shell member having an outer surface and defining an inner channel, inserted in the elongated channel of the exterior shell member and extending longitudinally therein and defining an inter-shell spacing therebetween; and concrete filling the inter-shell spacing and including at least one reinforcement bar having a longitudinally extending section extending in the inter-shell spacing and being disconnected from the inner surface of the exterior shell member and from the outer surface of the interior shell member.

    摘要翻译： 具有纵向轴线的结构构件包括：外壳构件，其限定具有内表面的细长通道; 内部壳体构件，其具有外表面并且限定内部通道，所述内部通道插入在外部壳体构件的细长通道中并且在其中纵向延伸并且在其间限定了壳间间隔; 并且具体填充所述壳间间隔，并且包括至少一个加强杆，所述至少一个加强杆具有沿所述壳体间间隔延伸的纵向延伸部分，并且从所述外壳构件的内表面和所述内壳构件的外表面断开。

    ELEMENT FOR THE CONNECTION OF BUILDING COMPONENTS, PARTICULARLY PANELS AND BEAMS
    5.
    发明申请
    ELEMENT FOR THE CONNECTION OF BUILDING COMPONENTS, PARTICULARLY PANELS AND BEAMS 有权
    建筑组件，特别是面板和框架的连接元素

    公开(公告)号：US20150198188A1

    公开(公告)日：2015-07-16

    申请号：US14156699

    申请日：2014-01-16

    申请人： Rotho Blaas srl GmbH

    发明人： Albino ANGELI ,  Giovanni DAL RI ,  Andrea POLASTRI

    IPC分类号： F16B5/02

    CPC分类号： E04B1/2604 ,  E04B1/043 ,  E04B1/10 ,  E04B1/215 ,  F16B43/02

    摘要： A connection means for building components is described.According to the invention, a connection means can be arranged opposite on the external surface of a building component, having a body, this body comprising a case and containing at least one filling material within said case, where said filling material is more elastic than the material forming said case, said case and said filling material being adapted to receive at least one through anchoring element which can be fixed to said building element.

    摘要翻译： 描述用于建筑部件的连接装置。 根据本发明，连接装置可以布置在建筑构件的外表面上，具有主体，该主体包括壳体，并且在所述壳体内容纳至少一种填充材料，其中所述填充材料比 形成所述壳体的材料，所述壳体和所述填充材料适于容纳可固定到所述建筑构件的至少一个通过锚固元件。

    Wind power plant and wind power plant tower segment
    6.
    发明授权
    Wind power plant and wind power plant tower segment 有权
    风力发电厂和风力发电厂塔段

    公开(公告)号：US08844237B2

    公开(公告)日：2014-09-30

    申请号：US13575274

    申请日：2011-01-27

    申请人： Jan Kapitza ,  Panos Papadopoulos ,  Norbert Hölscher

    发明人： Jan Kapitza ,  Panos Papadopoulos ,  Norbert Hölscher

    IPC分类号： E04H12/00 ,  F03D11/04 ,  E04H12/12

    CPC分类号： F03D11/04 ,  E04B1/215 ,  E04H12/12 ,  F03D13/20 ,  F05B2240/302 ,  F05B2240/912 ,  F05B2260/301 ,  Y02E10/721 ,  Y02E10/728 ,  Y02P70/523

    摘要： A wind power plant tower segment is provided. The tower segment is designed as a jacket segment and comprises a reinforced concrete body, comprising two faces for attaching to faces of at least one further tower segment. In the region of each face, at least one connecting body is introduced in the reinforced concrete body and anchored therein for connecting to a connecting body of an adjoining tower segment. The connecting body comprises a fastening wall that is disposed substantially parallel to the respective face for absorbing a tensile load that is directed transversely to the face and transversely to the fastening wall. A wind power installation pylon having a plurality of such pylon segments, a wind power installation having a corresponding pylon, and a process for the production of a plurality of pylon segments is also provided.

    摘要翻译： 提供风力发电厂塔段。 塔段被设计为护套段，并且包括钢筋混凝土体，包括两个面，用于附接至少一个另外的塔段的面。 在每个面的区域中，至少一个连接体被引入到钢筋混凝土体中并固定在其中，以连接到邻接的塔段的连接体。 连接体包括紧固壁，该紧固壁基本上平行于相应的面设置，用于吸收横向于该表面并横向于紧固壁的拉伸载荷。 还提供了具有多个这样的塔架段的风力发电装置塔架，具有相应的塔架的风力发电设备以及用于生产多个塔架段的方法。

    Column shoe
    7.
    发明授权
    Column shoe 有权
    专栏鞋

    公开(公告)号：US08789327B2

    公开(公告)日：2014-07-29

    申请号：US13880866

    申请日：2011-10-24

    申请人： Markus Tapani Junes

    发明人： Markus Tapani Junes

    IPC分类号： E02D27/32

    CPC分类号： E04B1/215 ,  E02D5/72 ,  E04B1/21

    摘要： The object of the invention is a column shoe for securing steel concrete columns to a base. The column shoe includes a bolt housing, which includes a baseplate provided with a bolt hole, and an upper structure which is connected to the baseplate and to which at least one attachment unit is connected for securing the column shoe and the steel concrete column together. The bolt housing is fabricated by casting such that the upper structure and the baseplate form a single-piece casting. A hole is formed in the bolt housing for the attachment unit. The upper structure of the bolt housing comprises a sleeve structure which is formed integrally with the upper structure and on which the hole for the attachment unit is formed, and the upper structure includes a wall structure by which the sleeve structure is connected with the baseplate.

    摘要翻译： 本发明的目的是一种用于将钢混凝土柱固定到基座上的柱鞋。 柱鞋包括螺栓壳体，其包括设置有螺栓孔的基板和连接到基板的上部结构，并且连接有至少一个附接单元用于将柱状鞋和钢混凝土柱固定在一起。 螺栓壳体通过铸造制成，使得上部结构和底板形成单件铸件。 在用于附接单元的螺栓壳体中形成孔。 螺栓壳体的上部结构包括与上部结构一体地形成的套筒结构，并且其上形成有用于附接单元的孔，并且上部结构包括壁结构，套筒结构通过该壁结构与基板连接。

    FORM, SYSTEM AND METHOD FOR FORMING CONCRETE DIAPHRAGMS
    8.
    发明申请
    FORM, SYSTEM AND METHOD FOR FORMING CONCRETE DIAPHRAGMS 审中-公开
    用于形成混凝土膜的形式，系统和方法

    公开(公告)号：US20140027940A1

    公开(公告)日：2014-01-30

    申请号：US14042959

    申请日：2013-10-01

    申请人： NATHAN A. KUREK

    发明人： NATHAN A. KUREK

    IPC分类号： E04C2/04

    CPC分类号： E04C2/044 ,  E01D2/02 ,  E01D19/12 ,  E04B1/215 ,  E04B1/30 ,  E04G13/04

    摘要： A form or a series of forms for forming the bridge diaphragm from concrete material includes one or more bottom walls having an inner surface thereof abutting a bottom surface of the diaphragm. There is at least a pair of side walls upstanding on the inner surface of the bottom wall or walls at a respective longitudinal edge thereof and has an inner surface thereof abutting a respective side surface of the diaphragm. The at least the pair of side walls define each of a generally open top and a generally hollow interior of the form. There is also means for securely attaching each end of the form or series of forms to one of a side surface of at least one of the pair of longitudinal members and an end of another form for forming the diaphragm from the concrete material. Bracing of upper edges is also provided.

    摘要翻译： 用于从混凝土材料形成桥梁隔膜的形式或一系列形式包括一个或多个底壁，其内表面邻接隔膜的底表面。 至少一对侧壁在底壁的内表面上或其壁的相应纵向边缘处直立，并且其内表面邻接隔膜的相应侧表面。 至少一对侧壁限定了形状的大体上敞开的顶部和大致中空的内部。 还存在用于将形式或一系列形式的每个端部的每个端部牢固地附接到一对纵向构件中的至少一个的侧表面中的一个和用于从混凝土材料形成隔膜的另一形式的端部的装置。 还提供了上边缘的支撑。

    JOINING DEVICE
    9.
    发明申请
    JOINING DEVICE 审中-公开
    加工设备

    公开(公告)号：US20100313518A1

    公开(公告)日：2010-12-16

    申请号：US12532066

    申请日：2008-03-18

    申请人： Svein Berg

    发明人： Svein Berg

    IPC分类号： E04B1/38

    CPC分类号： E04B1/215 ,  E04B1/483 ,  E04B2001/8254

    摘要： A device for joining a first building element to a second building element has a bridge element that is in contact with the first and second building elements to connect the first and second building elements when in a working position, and a first element secured to the first building element by being embedded therein. The first element cooperates with the bridge element. An elastic sleeve is arranged between the first element and the first building element. The elastic sleeve has at least one internal groove, thereby forming at least one cavity between the elastic sleeve and the first element.

    摘要翻译： 用于将第一建筑构件连接到第二建筑构件的装置具有与第一和第二建筑构件接触以在处于工作位置时连接第一和第二建筑构件的桥构件，以及固定到第一构件的第一构件 通过嵌入其中构建元件。 第一个元素与桥梁元件协作。 弹性套筒布置在第一元件和第一建筑元件之间。 弹性套筒具有至少一个内部凹槽，从而在弹性套筒和第一元件之间形成至少一个空腔。

    GIRDERS FOR REINFORCING CONCRETE AND METHOD FOR CONNECTING THEM TO PILLARS IN ORDER TO PROVIDE CONTINUITY FROM BAY TO BAY
    10.
    发明申请
    GIRDERS FOR REINFORCING CONCRETE AND METHOD FOR CONNECTING THEM TO PILLARS IN ORDER TO PROVIDE CONTINUITY FROM BAY TO BAY 审中-公开
    用于加固混凝土的方法和将它们连接到支柱的方法，以便从海湾到湾的连续性

    公开(公告)号：US20100170194A1

    公开(公告)日：2010-07-08

    申请号：US12669741

    申请日：2008-06-19

    申请人： Ubaldo Leone

    发明人： Ubaldo Leone

    IPC分类号： E04C3/07 ,  E04B1/41

    CPC分类号： E04B1/215 ,  E04B5/43 ,  E04C5/065

    摘要： A girder for reinforcing structural members made of reinforced concrete is provided. The girder includes at least one truss and is provided with at least one lateral protrusion in reference to its ends. A method for connecting two girders being substantially arranged along the same direction, to a reinforced concrete pillar is also described, wherein at least one short reinforcing member is arranged aside the girders in reference to the pillar.

    摘要翻译： 提供了一种用于加强由钢筋混凝土制成的结构构件的梁。 该梁包括至少一个桁架，并且相对于其端部设置有至少一个横向突出部。 还描述了将两个沿相同方向基本布置的钢梁连接到钢筋混凝土支柱的方法，其中至少一个短的加强构件相对于支柱排列在桁架的旁边。